Similar Projects
Slope Stabilization Material
Post-Bid
Conshohocken, PA 19428

State Game Lands #183 Shooting Range Improvements
Post-Bid
Palmyra, PA

Klingerman Road Culvert Replacement
Term Contract
Results
PA

Wynnewood Valley Park Stream Restoration and Bank Stabilization
Results
$450,000 to $750,000 est. value
Ardmore, PA 19003

Harriton Park Stream Restoration
Results
$450,000 to $750,000 est. value
Ardmore, PA 19003

Design, Manufacture, Storage and Delivery of an Aluminum Box Culvert with Headwalls and Wingwalls
Results
Kulpsville, PA 19443

Mid Atlantic Construction IDIQ (MATOC)
Results
$50,000 to $2,000,000 est. value

Rittenhouse Road Culvert Replacement
Results
Less than $110,000 est. value
Lansdale, PA 19446

Ardsley Wildlife Sanctuary - Regenerative Step Pool Storm Conveyance Swale
Results
$80,000 to $85,000 est. value
Abington, PA 19001

Slope Repair I-76 E.B. - Design Activities Limited To: Roadway, Traffic Control, and Right of Way
Results
$1,000,000 to $2,499,999 est. value
PA

Newman Road Culvert Replacement
Results
Less than $150,000 est. value
Pennsburg, PA 18073

Road Overlay and Drainage Project
Results
East Norriton, PA

Whites Road Park Streambank Restoration Project
Results
Lansdale, PA 19446

Eaton Memorial Park Streambank Restoration and Stabilization
Results
Hatboro, PA 19040

Aronimink Retaining Wall Replacement
Results
$90,000 to $115,000 est. value
Limerick, PA 19468

Last Updated 09/04/2020 05:39 AM
Project Title

PA320 Hanging Rock

Physical Address View project details and contacts
City, State (County) PA   (Montgomery County)
Category(s) Heavy and Highway
Sub-Category(s) Shoreline/Erosion/Drainage
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $7,500,000 to $9,999,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

The description and location of the project is as follows: relocation of SR 320, construction of a retaining wall, installation of concrete barrier, guide rail, storm sewers, and other miscellaneous construction, all as indicated on the drawings approved for State Route 320, Section m07, In Montgomery County Upper Merion Township from approximately Upper Gulph Road at segment 0020 offset 0651 to approximately Arden Road at segment 0020 offset 02788. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 3,214.000 01 n c Class 1 Excavation 0203-0003 Cubic Yard 50.000 01 n c1 Class 1a Excavation 0203-0004 Cubic Yard 386.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 306.000 01 n c1, h Class 2 Excavation 0204-0100 Cubic Yard 325.000 06 n c1, s1, t1 Class 3 Excavation 0204-0150 Cubic Yard 8.000 01 n c1, h, s Class 4 Excavation 0212-0001 Linear Foot 3,718.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 5,070.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0213-0002 Dollar 5,000.000 $1.00 $5,000.00 01 y z Temporary Project Air Pollution Control 0313-0420 Square Yard 3,466.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 3" Depth 0350-0104 Square Yard 917.000 01 n c, e Subbase 4" Depth (No. 2a) 0350-0106 Square Yard 3,466.000 01 n c, e Subbase 6" Depth (No. 2a) 0360-0001 Square Yard 917.000 01 n e Asphalt Treated Permeable Base Course, 4" Depth 0413-0245 Square Yard 6,625.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-2071 Ton 145.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0413-6045 Square Yard 3,275.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-9999 Dollar 10,000.000 $1.00 $10,000.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0001 Square Yard 13,226.000 01 n f4 Asphalt Tack Coat 0491-0013 Square Yard 3,147.000 01 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0501-0030 Square Yard 917.000 01 n g Plain Cement Concrete Pavement, 9" Depth 0601-5430 Cubic Yard 5.000 01 n h, k1 Class a Cement Concrete For Miscellaneous Drainage 0601-5431 Cubic Yard 10.000 01 n h, k1 Class c Cement Concrete For Miscellaneous Drainage 0601-7014 Linear Foot 47.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life e 0601-7014 Linear Foot 73.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life o 0601-0550 Linear Foot 73.000 n h 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life e 0601-7511 Linear Foot 850.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0601-0560 Linear Foot 850.000 n h 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, Shore/Trench Box, 100 Year Design Life 0601-7515 Linear Foot 28.000 01 n h 21" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life 0605-2400 Each 1.000 01 n k Spring Box Type b 0605-2711 Set 9.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2731 Set 5.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 14.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2851 Each 3.000 01 n k Standard Inlet Box, Height > 10` And < /= 20` 0605-3021 Each 1.000 01 n k Type 5 Manhole, Storm Water, Height >5` And < /= 10` 0608-0001 Lump Sum 1.000 02 n x Mobilization 0609-0002 Lump Sum 1.000 04 n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 04 n x Std Equipment Package 0610-7002 Linear Foot 3,718.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 16.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 1.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 1.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0450 Each 1.000 01 n j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Flared (Mash) 0619-0459 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 3.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0015 Each 2.000 01 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-0503 Linear Foot 471.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872 Each 1.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 1,708.500 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 37.500 01 n j Type 31-Sc Guide Rail 0630-0001 Linear Foot 2,812.000 01 n k Plain Cement Concrete Curb 0636-0001 Linear Foot 45.000 01 n f1, k Asphalt Concrete Curb 0676-0001 Square Yard 60.000 01 n k Cement Concrete Sidewalk 0686-0010 Lump Sum 1.000 01 n x Construction Surveying, Type a 0689-0005 Lump Sum 1.000 04 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation e 0695-0004 Square Foot 66.000 01 n k Detectable Warning Surface, Polymer Composite o 0695-0002 Square Foot 66.000 n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 66.000 n k Detectable Warning Surface, Polymer Concrete 0703-0020 Cubic Yard 290.000 01 n c1, h No. 1 Coarse Aggregate 0703-0025 Cubic Yard 50.000 01 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 224.000 01 n c1, m Topsoil Furnished And Placed 0803-0001 Cubic Yard 225.000 01 n c1, m Placing Stockpiled Topsoil 0804-0011 Pound 60.000 01 n m3 Seeding And Soil Supplements - Formula b 0804-0014 Pound 34.000 01 n m3 Seeding - Formula e 0804-0020 Pound 97.000 01 n m3 Seeding And Soil Supplements - Formula l 0804-0021 Pound 2.000 01 n m3 Seeding And Soil Supplements - Formula w 0804-0202 1000 Gallons 1.000 01 n m3 Herbicide Application, Selective Control, Unseeded Area 0805-0021 Ton 3.000 01 n m3 Mulching - Hay 0805-0024 Ton 1.000 01 n m3 Mulching - Wood Fiber 0805-0050 Square Yard 1,341.000 01 n m3 Mulch Control Netting 0806-0113 Square Yard 2,020.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0810-0024 Lump Sum 1.000 01 n m1 Tree Trimming To An Unlimited Height 0810-0052 Each 4.000 01 n a, m1 Selective Tree Removal 0811-0003 Linear Foot 635.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 10,000.000 $1.00 $10,000.00 01 y m2 Unforeseen Water Pollution Control 0850-0031 Cubic Yard 102.000 01 n c1 Rock, Class r-3 0855-0003 Each 6.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 12.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 11.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 12.000 01 n m2 Inlet Filter Bag For Type c Inlet 0866-0005 Linear Foot 17.000 01 n m2 Heavy Duty Silt Barrier Fence 0867-0018 Linear Foot 740.000 01 n m2 Compost Filter Sock, 18" Diameter 0867-0022 Linear Foot 863.000 01 n m2 Compost Filter Sock, 24" Diameter 0901-0001 Lump Sum 1.000 03 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 400.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 100.000 01 n q, r Additional Traffic Control Signs 0901-0460 Each 2.000 01 n q Full-Matrix Changeable Message Sign With Telecommunications 0901-0701 Each 1.000 01 n p Temporary Traffic Signals (Permanent Only) 4910-0002 Each 5.000 01 n Yes c1, p8 Proj Junction Boxes j.b.-2 (Communication) 0910-4116 Linear Foot 1,480.000 01 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0910-5175 Linear Foot 55.000 01 n c1, p8 2" Exposed Conduit 0931-0001 Square Foot 102.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 4.000 01 n r Post Mounted Signs, Type f 0936-0010 Square Foot 118.000 01 n r Structure Mounted Flat Sheet Aluminum Signs With Stiffeners 0936-0200 Square Foot 35.000 01 n r Structure Mounted Flat Sheet Aluminum Signs 0937-0110 Each 32.000 01 n j, r Guide Rail Mounted Delineator Type Cs, (w/b) 0937-0205 Each 10.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type p, (w/b) 0941-0001 Each 6.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 11.000 01 n r Reset Post Mounted Signs, Type f 4951-2130 Each 1.000 01 n Yes p Proj Traffic Signal Support, 30` Mast Arm With Luminaire Arm (30` Mounting Height) Powder Coated 4951-2135 Each 2.000 01 n Yes p Proj Traffic Signal Support, 35` Mast Arm With Luminaire Arm (30` Mounting Height) Powder Coated 4951-2145 Each 1.000 01 n Yes p Proj Traffic Signal Support, 45` Mast Arm With Luminaire Arm (30` Mounting Height) Powder Coated 4951-4012 Each 4.000 01 n Yes p Proj Traffic Signal Support, 12` Pedestal Powder Coated 4951-4014 Each 1.000 01 n Yes p Proj Traffic Signal Support, 14` Pedestal Powder Coated 4951-4022 Each 1.000 01 n Yes p Proj Pedestrian Stub Pole, Type b Powder Coated 0954-0012 Linear Foot 842.000 01 n p8 2 Inch Conduit 0954-0013 Linear Foot 422.000 01 n p8 3 Inch Conduit 4954-0013 Linear Foot 1,950.000 01 n Yes p8 Proj 3 Inch Conduit Tracer Wire 0954-0151 Linear Foot 2,303.000 01 n c1, p8 Trench And Backfill, Type i 0954-0153 Linear Foot 416.000 01 n c1, p8 Trench And Backfill, Type Iii 0954-0201 Linear Foot 958.000 01 n p8 Signal Cable, 14 Awg, 3 Conductor 0954-0202 Linear Foot 4,402.000 01 n p8 Signal Cable, 14 Awg, 5 Conductor 0954-0203 Linear Foot 167.000 01 n p8 Signal Cable, 14 Awg, 7 Conductor 0954-0302 Each 5.000 01 n p8 Junction Box, Jb-27 0954-0403 Each 2.000 01 n p8 Electrical Service, Type c 4954-0600 Each 2.000 01 n Yes p8 Proj Uninterruptible Power Supply (Ups) Led Indication Light 0955-3208 Each 18.000 01 n p Vehicular Signal Head, Three 12" Sections 0955-3210 Each 1.000 01 n p Vehicular Signal Head, Five 12" Sections 4955-3722 Each 6.000 01 n Yes p Proj Led Countdown Pedestrian Signal Head, Type a Steady Countdown 4956-0500 Each 6.000 01 n Yes p Proj Pedestrian Push Button Latching Led 0960-0001 Linear Foot 1,113.000 01 n o2 4" White Hot Thermoplastic Pavement Markings 0960-0002 Linear Foot 4,616.000 01 n o2 4" Yellow Hot Thermoplastic Pavement Markings 0960-0005 Linear Foot 885.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 131.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 86.000 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0101 Each 4.000 01 n o2 White Hot Thermoplastic Legend, "Only", 8` - 0" 0960-0222 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" 0960-0224 Each 3.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0966-0011 Each 39.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0966-0017 Each 14.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/b) 0966-0018 Each 11.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 0971-0001 Each 2.000 01 n r Remove Post Mounted Signs, Type b 1001-1140 Cubic Yard 325.000 06 n k Class c Cement Concrete 1019-0050 Square Yard 1,240.000 06 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1091-0335 Dollar 2,500.000 $1.00 $2,500.00 06 y k1 Epoxy Injection Crack Seal 1999-0000 Hour 1,000.000 05 n z Std Trainees For Projects 100% State Funded e 8622-0001 Lump Sum 1.000 06 n Yes s5 Std t-Wall Retaining Wall As Designed, s-38437 a 1001-1000 Cubic Yard 658.000 06 n s9 Class Aaap Cement Concrete a 1001-1080 Cubic Yard 151.000 06 n s2 Class Aa Cement Concrete a 1002-0053 Pound 198,650.000 06 n s7 Reinforcement Bars, Epoxy Coated a 1002-0220 Pound 7,410.000 06 n s7 Stainless Steel Reinforcement Bars o 8610-0001 Lump Sum 1.000 06 n s5 Std Reinforced Concrete Retaining Wall 9000-0001 Lump Sum 1.000 01 n c1, m2 Proj Temporary Cofferdam 9000-0002 Cubic Yard 830.000 01 n m2 Proj Partially Grouted Rock, Class r-6 9000-0003 Each 1.000 01 n p Proj Emergency Preemption System, Four Approaches 9000-0004 Each 2.000 01 n p Proj Advanced Transportation Controller Assembly, Type i Mounting 9000-0005 Each 3.000 01 n p8 Proj Led Luminaire, Arm Mount, Black, 250 Watt Equivalent 9000-0006 Each 3.000 01 n p Proj Video Detection System, 3 Cameras 9000-0007 Each 3.000 01 n p2 Proj Dilemma Zone Radar Detection System, 2 Approaches 9000-0008 Each 4.000 01 n p Proj Managed Network Switch (Signal Cabinet) 9000-0009 Each 2.000 01 n c1, p8 Proj Junction Box, 17"x30" 9000-0010 Each 2.000 01 n p Proj 48 Strand Fiber Optic Cable Splice Enclosure 9000-0011 Linear Foot 520.000 01 n p Proj Fiber Optic, 12 Strands 9000-0012 Linear Foot 2,110.000 01 n p Proj Fiber Optic, 48 Strands 9000-0013 Each 2.000 01 n p Proj Fiber Optic Termination Panel 9000-0014 Each 1.000 01 n p Proj Emergency Preemption System, Three Approaches 9000-0015 Each 1.000 01 n p Proj Video Detection System, 2 Cameras 9000-0017 Each 1.000 01 n p Proj Video Detection System, 4 Cameras 9000-0018 Each 25.000 01 n p Proj Controller Timing Modification In Field 9000-0019 Lump Sum 1.000 01 n p Proj Traffic Signal Control, Unified Command And Control System Setup 9000-0020 Each 1.000 01 n r Proj Remove And Reset Historic Marker 9000-0021 Set 3.000 01 n k Proj Type c Concrete Top Unit And Bicycle Safe Grate, 4" Curb Height 9000-0022 Each 2.000 01 n j Proj Concrete Barrier Transition Section 9000-0023 Linear Foot 40.000 01 n j Proj 42" Single Face Concrete Barrier With 12" Moment Slab 9000-0024 Lump Sum 1.000 06 n t1 Proj Removal Of Existing Wall 9000-0025 Lump Sum 1.000 01 n x Proj Relocate Memorial Fountain 9000-0026 Each 1.000 01 n k Proj Concrete Collar For Inlet Connection 9000-0027 Square Yard 1,118.000 01 n c1, c3 Proj Geomembrane 9000-0028 Cubic Yard 10.000 01 n m3 Proj Black Dyed Triple Shredded Bark Mulch 9000-0030 Each 2.000 01 n p Proj Controller Unit 9000-0032 Linear Foot 275.000 01 n m2 Proj Temporary Diversion/Containment Berm 9000-0035 Linear Foot 1,408.000 60 n h Proj 12" Class 52 Ductile Iron Pipe 9000-0036 Each 2.000 60 n h Proj 12" Ductile Iron 45 Degree Bend 9000-0037 Each 2.000 60 n h Proj 12" Ductile Iron 22.5 Degree Bend 9000-0038 Each 10.000 60 n h Proj 12" Retaining Ring 9000-0039 Each 86.000 60 n h Proj 12" Field Lok/Sure Stop Gasket 9000-0040 Square Yard 27.000 60 n f Proj Temporary Pavement Restoration 9000-0041 Cubic Yard 45.000 60 n c1, h Proj Class 2 Excavation 9000-0042 Cubic Yard 456.000 60 n c1, h Proj No. 2a Coarse Aggregate Backfill 9000-0043 Linear Foot 1,335.000 60 n c1, h Proj Temporary Support Of 12" Ductile Iron Water Main 9000-0044 Cubic Yard 125.000 60 n c1, h Proj Flowable Backfill, Type b For 12" Di Water Main 9203-0101 Lump Sum 1.000 06 n c1, s5 Std Temporary Excavation Support And Protection System 9999-9951 Each 10.000 $365.00 $3,650.00 62 y k Std 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Flexible Base 9999-9953 Each 4.000 $477.00 $1,908.00 52** y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Flexible Base 9999-9962 Vertical Foot 2.000 $558.00 $1,116.00 52 y k Std Utility Manhole Neck Rebuilding

Details

Division 31 - Earthwork, Erosion and Sedimentation Controls.
Division 33 - Utilities, Storm Drainage Utilities, Ponds and Reservoirs.
Division 35 - Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.

Bidder's List View project details and contacts
Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents